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NCERT Exemplar · Q29

Q.A stone of mass mm is tied to an elastic string of negligble mass and spring constant kk. The unstretched length of the string is LL and has negligible mass. The other end of the string is fixed to a nail at a point PP. Initially the stone is at the same level as the point P. The stone is dropped vertically from point P.

(a) Find the distance yy from the top when the mass comes to rest for an instant, for the first time.
(b) What is the maximum velocity attained by the stone in this drop?
(c) What shall be the nature of the motion after the stone has reached its lowest point?
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The stone falls freely until the string becomes taut, then undergoes SHM about the equilibrium stretch. The lowest point is twice the static stretch below the natural length, and the maximum velocity occurs at the equilibrium point. The motion after the lowest point is periodic (SHM) about the equilibrium position.


Concept and Intuition

This is a two‑phase problem. Until the stone has fallen a distance LL, the string is slack — the stone is in free fall. Once the string begins to stretch, the stone experiences a linear restoring force F=−k xF = -k\,x (where xx is the extension beyond LL), so it enters simple harmonic motion about the equilibrium stretch x0=mg/kx_0 = mg/k.

The key insight: the stone’s lowest point is not the equilibrium point — it overshoots because of the kinetic energy gained during free fall. In SHM, the amplitude is determined by the total mechanical energy at the moment the string becomes taut.


Step‑by‑Step Solution

1. Free‑fall phase (string slack)

The stone falls from rest through a vertical distance LL. Using v2=u2+2asv^2 = u^2 + 2as:

v02=0+2gL⇒v0=2gLv_0^2 = 0 + 2gL \quad\Rightarrow\quad v_0 = \sqrt{2gL}

This is the speed just as the string becomes taut.


2. Define coordinates for the stretch phase

Let yy be the distance fallen from the nail. For y>Ly > L, the extension of the string is x=y−Lx = y - L. The net force on the stone (taking downward as positive) is:

F=mg−kx=mg−k(y−L)F = mg - kx = mg - k(y - L)

The equilibrium position yey_e occurs when F=0F = 0:

mg=k(ye−L)⇒ye=L+mgkmg = k(y_e - L) \quad\Rightarrow\quad y_e = L + \frac{mg}{k}

Let x0=mg/kx_0 = mg/k be the static stretch.


3. Lowest point (part a)

At the lowest point, the stone comes to rest instantaneously. Use energy conservation from the start (at the nail) to the lowest point ymax⁡y_{\max}.

  • Initial energy (at y=0y=0, v=0v=0): Ei=0E_i = 0 (taking gravitational PE = 0 at the nail)
  • At lowest point y=ymax⁡y = y_{\max}: Gravitational PE: −mg ymax⁡-mg\,y_{\max} (since yy is downward, height lost is ymax⁡y_{\max}) Elastic PE: 12k(ymax⁡−L)2\frac12 k (y_{\max} - L)^2 Kinetic energy: 00

Energy conservation:

0=−mg ymax⁡+12k(ymax⁡−L)20 = -mg\,y_{\max} + \frac12 k (y_{\max} - L)^2

Let u=ymax⁡−Lu = y_{\max} - L (the maximum extension). Then ymax⁡=L+uy_{\max} = L + u, and:

0=−mg(L+u)+12ku20 = -mg(L+u) + \frac12 k u^2

Multiply by 2:

ku2−2mg(L+u)=0⇒ku2−2mgu−2mgL=0k u^2 - 2mg(L+u) = 0 \quad\Rightarrow\quad k u^2 - 2mg u - 2mgL = 0

Solve the quadratic:

u=2mg±4m2g2+8mgLk2k=mgk±(mgk)2+2mgLku = \frac{2mg \pm \sqrt{4m^2g^2 + 8mgLk}}{2k} = \frac{mg}{k} \pm \sqrt{\left(\frac{mg}{k}\right)^2 + \frac{2mgL}{k}}

Only the positive root is physical (extension is positive):

u=mgk+(mgk)2+2mgLku = \frac{mg}{k} + \sqrt{\left(\frac{mg}{k}\right)^2 + \frac{2mgL}{k}}

Thus the distance from the nail when the stone first comes to rest is:

ymax⁡=L+mgk+(mgk)2+2mgLky_{\max} = L + \frac{mg}{k} + \sqrt{\left(\frac{mg}{k}\right)^2 + \frac{2mgL}{k}}

Watch out

A common mistake is to treat the lowest point as the equilibrium point yey_e. That would be true only if the stone were lowered gently. Here it falls freely first, so it overshoots.


4. Maximum velocity (part b)

Maximum velocity occurs at the equilibrium point ye=L+mg/ky_e = L + mg/k, because that’s where the net force is zero and the acceleration changes sign.

Use energy conservation from the start to yey_e:

At yey_e:

Gravitational PE: −mg ye=−mg(L+mgk)-mg\,y_e = -mg\left(L + \frac{mg}{k}\right)

Elastic PE: 12k(ye−L)2=12k(mgk)2=m2g22k\frac12 k (y_e - L)^2 = \frac12 k \left(\frac{mg}{k}\right)^2 = \frac{m^2g^2}{2k}

Kinetic energy: 12mvmax⁡2\frac12 m v_{\max}^2

Energy conservation (Ei=0E_i = 0):

0=−mg(L+mgk)+m2g22k+12mvmax⁡20 = -mg\left(L + \frac{mg}{k}\right) + \frac{m^2g^2}{2k} + \frac12 m v_{\max}^2

Simplify:

12mvmax⁡2=mgL+m2g2k−m2g22k=mgL+m2g22k\frac12 m v_{\max}^2 = mgL + \frac{m^2g^2}{k} - \frac{m^2g^2}{2k} = mgL + \frac{m^2g^2}{2k}

Multiply by 2/m2/m:

vmax⁡2=2gL+mg2kv_{\max}^2 = 2gL + \frac{mg^2}{k}

Thus:

vmax⁡=2gL+mg2kv_{\max} = \sqrt{2gL + \frac{mg^2}{k}} …

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